Laserfiche WebLink
<br />NCHORS <br /> <br />lYE AUGER <br />JM AlLOWABLE <br /> <br />ER) LOCATE <br /> <br />: SYSTEM. <br />Runner Spacing <br /> <br />Idth X1 <br />1'-10112" <br />2'-6 112" <br />1'-6 112" <br />9" <br />I sets of skids. <br /> <br />X2 <br />3'-6 112" <br />6'-11" <br />6'-11" <br />6'-6" <br /> <br />X3 <br />6'-11" <br /> <br />r Single or Double Wide Sheds <br /> <br />Anchor Base Pad Type <br /> <br /> <br />Interior Pads <br />Max. Load <br />1,945 # <br />1.482 # <br />2,438 # <br />2,132 # <br />1,866 # <br /> <br />allowable runner span between blocks. <br /> <br />~nt & sand <br />Int & sand <br />I"t & sand <br />! <br /> <br />rentrometer test or soils lab report. <br />I <br />I <br />I <br />! <br />i <br />I <br />r <br />! <br /> <br />112" THREADED ROD W/2" x 2" <br />WASHER & NUT (2,000 + <br />CAPACITY)# UPLIFT <br /> <br />1fT x 2' BOLT WI (2) WASHERS <br />& NUT (2,000 + SHEAR <br />CAPACITY) <br /> <br />E <br />" <br /> <br />SEE BUILDING ANCHOR <br />DETAIL <br /> <br />2" x 2" GALV. WASHER <br /> <br />1/2" THREADED ROD <br />112" COUPLING <br /> <br />112" x 1-112" BOLT WI (2) <br />WASHERS (2,000# + SHEAR <br />CAPACITY) <br /> <br />112" x 4" FORGED EYE BOLT <br />30" HURRICANE ANCHOR <br /> <br />-Aly <br /> <br />~\ c.. ~, <br /> <br />Tpe <br />II <br />I <br />II <br />II <br />II <br /> <br /> <br />Table 4a <br /> <br />Anchor Spacing Of Auger Type Anchors For Single Wide Sheds <br /> <br />30" Eye Auger Anchor or 30" CD Coral Anchor <br />End Anchor" Min. Interior Spaci <br />3'-0" 8'-2" <br />3'-0" 9'-7" <br />3'-0" 11'-6" <br />3'-0" 14'-4" <br />3'-0" 19'-2" <br /> <br />Shed Size <br />14'-0" <br />12'-0" <br />10'-0" <br />8'-0" <br />6'-0" <br /> <br />LW" <br />7.00' <br />6.00' <br />5.00' <br />4.00' <br />3.00' <br /> <br />Uplift PLF <br />243 <br />208 <br />174 <br />139 <br />104 <br /> <br />Table 4b <br /> <br />Anchor Spacing Of Auger Type Anchors For Double Wide Sheds <br /> <br />30" Eye Auger Anchor or 30" CD Coral Anchor <br />End Anchor"" Min. Interior Spacin <br />3'-0" 5'-9" <br /> <br /> <br /> <br />" Load width of uplift on runner. <br />.. Location of end auger or slab anchor. <br />.." Anchor spacin9 example: 30" auger or 518" x 2-314" expansion bolts. <br /> <br />Notes: <br />1) Anchor spacing based on a 150 MPH 3 second gust velocity per ASCE 7-98. Category <br />:SO, Importance Factor o.n. <br />2) For other wind zones multiply interior anchor spacing by the multipiiers below. <br /> <br />Wind Zone Multiplie <br />100 2.25 <br />110 1.88 <br />120 1.56 <br />130 1.37 <br />140 1'.16 <br />150 1.00 <br /> <br />3) All Measurements listed above are center to center of anchors. <br />4) The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in <br />length than the maximum. <br />5) The minimum edge distance for expansion bolts is 8 diameters or 5" for 318' expansion bolts. <br /> <br />Anchor Spacing Example: <br /> <br />Anchor capacity (2,000#) <br />10' Width, 20' Length with 30" Auger Anchors receives (3) anchors each side. <br />20' - 6' = 14' > 11'-6" <br />(1)@ 3'-0" from each end and (1) anchor approximately in center of shed each side. For sheds with a <br />center block move anchor to shed spacing outside the block but spacing can not exceed that <br />shown in Table 4. <br /> <br />CORAL EYE AUGER ANCHOR <br />SCALE: N.T.S. <br /> <br /> <br />SINGLE HELIX EYE AUGER <br />ANCHOR (SEE TABLE 4 FOR <br />SPACING) <br /> <br />SINGLE HELIX EYE AUGER ANCHOR <br />SCALE: N.T.S. <br /> <br />(j <br />2 <br />- <br /> <br />. CD <br />C/) .~g <br />Q~~~~ <br />W<"'OlN <br /><(-1ID"';- <br />:r:-u.;:-CD <br />Ul _ 0 Ol <br />C/)3~~~ <br />~C3w~ <br />0:: .wz~ <br />OUlC-'O.. <br />",z:rX <br />-'~~fu~ <br />O::NO-' <br />W ~ <br />Q <br />:) <br />C/) <br /> <br />(/) <br />o <br />UJ <br />:r: <br />(/) <br />UJUJ <br />00 <br />5~ <br />(!)UJ <br />Z....l <br />000 <br />-:) <br />1-0 <br />:50 <br />....I~ <br />~UJ <br />(/)....1 <br />z(!) <br />-z <br />(/) <br />0::: <br />o <br />u.. <br /> <br />. I- <br />w~_ <br />. I- N <br />0.. ...J - <br />:::>N <br />l/)'" <br />z::- ~ ~_ ;! <br />Q)uc(.... <br />....I-z'f'" <br />...zO....'" <br />CUJ>=~:g <br />Q)~~CQ~ <br />m:3:t:c'::' <br />'~5w:g <br />W~05C. <br />"':t:X <br />Q)":''''a.c( <br />"_,,,wu.. <br />,-,UJM..J <br />cW"-w <br />Q)~1:jf- <br />... ~ III <br />~Wd <br />ro5!o.: <br />-1(3 <br /> <br />S:I~N 0 2 2 04 <br />1 <br /> <br />OF <br /> <br />1 <br />